Given sufficient oxygen, fish production can be limited by a multiplicity of factors. Accurate determination of production capacity requires something other than an estimate of the biomass at which ambient un-ionized ammonia will reach a recommended, non-site-specific, maximum safe concentration. A chronic (1- to 2-month) bioassay can be used to determine the point at which metabolite buildup reduces growth by some predetermined proportion, or causes unacceptable tissue damage. The bioassay is conducted as a series reuse, single-pass system, in which incoming water to each rearing unit is aerated to 90% dissolved oxygen saturation. The assessment of production capacity is based on the relation between cumulative oxygen consumption and growth reduction.
","language":"English","publisher":"Elsevier","doi":"10.1016/0144-8609(88)90011-8","usgsCitation":"Meade, J.W., 1988, A bioassay for production capacity assessment: Aquacultural Engineering, v. 7, p. 139-146, https://doi.org/10.1016/0144-8609(88)90011-8.","productDescription":"8 p.","startPage":"139","endPage":"146","numberOfPages":"8","costCenters":[{"id":365,"text":"Leetown Science Center","active":true,"usgs":true}],"links":[{"id":129118,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"7","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1272","contributors":{"authors":[{"text":"Meade, J. W.","contributorId":38082,"corporation":false,"usgs":true,"family":"Meade","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":319631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70014375,"text":"70014375 - 1988 - Fluid-inclusion evidence for previous higher temperatures in the Miravalles geothermal field, Costa Rica","interactions":[],"lastModifiedDate":"2024-04-19T18:50:12.599884","indexId":"70014375","displayToPublicDate":"1988-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1828,"text":"Geothermics","active":true,"publicationSubtype":{"id":10}},"title":"Fluid-inclusion evidence for previous higher temperatures in the Miravalles geothermal field, Costa Rica","docAbstract":"Heating and freezing data were obtained for liquid-rich secondary fluid inclusions in magmatic quartz, hydrothermal calcite and hydrothermal quartz crystals from 19 sampled depths in eight production drill holes (PGM-1, 2, 3, 5, 10, 11, 12 and 15) of the Miravalles geothermal field in northwestern Costa Rica. Homogenization temperatures for 386 fluid inclusions range from near the present measured temperatures to as much as 70°C higher than the maximum measured well temperature of about 240°C. Melting-point temperature measurements for 76 fluid inclusions suggest a calculated salinity range of about 0.2–1.9 wt% NaCl equivalent. Calculated salinities as high as 3.1–4.0 wt% NaCl equivalent for 20 fluid inclusions from the lower part of drill hole PGM-15 (the deepest drill hole) indicate that higher salinity water probably was present in the deeper part of the Miravalles geothermal field at the time these fluid inclusions were formed.
","language":"English","publisher":"Elsevier","doi":"10.1016/0375-6505(88)90030-2","issn":"03756505","usgsCitation":"Bargar, K., and Fournier, R., 1988, Fluid-inclusion evidence for previous higher temperatures in the Miravalles geothermal field, Costa Rica: Geothermics, v. 17, no. 5-6, p. 681-693, https://doi.org/10.1016/0375-6505(88)90030-2.","productDescription":"13 p.","startPage":"681","endPage":"693","numberOfPages":"13","costCenters":[],"links":[{"id":225442,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"17","issue":"5-6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a127ae4b0c8380cd54311","contributors":{"authors":[{"text":"Bargar, K.E.","contributorId":44548,"corporation":false,"usgs":true,"family":"Bargar","given":"K.E.","email":"","affiliations":[],"preferred":false,"id":368252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fournier, R.O.","contributorId":73584,"corporation":false,"usgs":true,"family":"Fournier","given":"R.O.","email":"","affiliations":[],"preferred":false,"id":368253,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70014378,"text":"70014378 - 1988 - Instrumentation for a dry-pond detention study","interactions":[],"lastModifiedDate":"2012-03-12T17:19:31","indexId":"70014378","displayToPublicDate":"1988-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Instrumentation for a dry-pond detention study","docAbstract":"A 12.3-acre, fully urbanized, residential land-use catchment was instrumented by the U. S. Geological Survey in Topeka, Kansas. Hydraulic instrumentation for flow measurement includes two types of flumes, a pipe-insert flume and a culvert-inlet (manhole) flume. Samples of rainfall and runoff for water-quality analyses were collected by automatic, 3-liter, 24-sample capacity water samples controlled by multichannel data loggers. Ancillary equipment included a raingage and wet/dry atmospheric-deposition sampler. Nineteen stormwater runoff events were monitored at the site using the instrumentation system. The system has a high reliability of data capture and permits an accurate determination of storm-water loads.","conferenceTitle":"Hydraulic Engineering: Proceedings of the 1988 National Conference on Hydraulic Engineering","conferenceDate":"8 August 1988 through 12 August 1988","conferenceLocation":"Colorado Springs, CO, USA","language":"English","publisher":"Publ by ASCE","publisherLocation":"New York, NY, United States","isbn":"0872626709; 0872626709","usgsCitation":"Pope, L.M., Jennings, M., and Thibodeaux, K., 1988, Instrumentation for a dry-pond detention study, Hydraulic Engineering: Proceedings of the 1988 National Conference on Hydraulic Engineering, Colorado Springs, CO, USA, 8 August 1988 through 12 August 1988, p. 84-89.","startPage":"84","endPage":"89","numberOfPages":"6","costCenters":[],"links":[{"id":225506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a3c49e4b0c8380cd62c08","contributors":{"authors":[{"text":"Pope, L. M.","contributorId":71939,"corporation":false,"usgs":true,"family":"Pope","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":368261,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, M.E.","contributorId":76775,"corporation":false,"usgs":true,"family":"Jennings","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":368262,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thibodeaux, K.G.","contributorId":16440,"corporation":false,"usgs":true,"family":"Thibodeaux","given":"K.G.","email":"","affiliations":[],"preferred":false,"id":368260,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":1013838,"text":"1013838 - 1988 - Chronic toxicity of tributyltin to Chesapeak Bay biota","interactions":[],"lastModifiedDate":"2013-02-19T10:21:51","indexId":"1013838","displayToPublicDate":"1988-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3728,"text":"Water, Air, & Soil Pollution","onlineIssn":"1573-2932","printIssn":"0049-6979","active":true,"publicationSubtype":{"id":10}},"title":"Chronic toxicity of tributyltin to Chesapeak Bay biota","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Water, Air, and Soil Pollution","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Springer","doi":"10.1007/BF00279481","collaboration":"89-006/FH","usgsCitation":"Hall, L.W., Bushong, S.J., Ziegenfuss, M., Johnson, W., Herman, R.L., and Wright, D., 1988, Chronic toxicity of tributyltin to Chesapeak Bay biota: Water, Air, & Soil Pollution, v. 39, no. 3-4, p. 365-376, https://doi.org/10.1007/BF00279481.","productDescription":"p. 365-376","startPage":"365","endPage":"376","numberOfPages":"12","costCenters":[{"id":365,"text":"Leetown Science Center","active":true,"usgs":true}],"links":[{"id":132026,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":267649,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00279481"}],"volume":"39","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1f8f","contributors":{"authors":[{"text":"Hall, L. W. Jr.","contributorId":6010,"corporation":false,"usgs":false,"family":"Hall","given":"L.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":319312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bushong, S. J.","contributorId":71927,"corporation":false,"usgs":false,"family":"Bushong","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":319317,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ziegenfuss, M.C.","contributorId":57797,"corporation":false,"usgs":true,"family":"Ziegenfuss","given":"M.C.","email":"","affiliations":[],"preferred":false,"id":319316,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Johnson, W.E.","contributorId":33276,"corporation":false,"usgs":true,"family":"Johnson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":319315,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Herman, R. L.","contributorId":21101,"corporation":false,"usgs":true,"family":"Herman","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":319314,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Wright, D.A.","contributorId":15568,"corporation":false,"usgs":true,"family":"Wright","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":319313,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":85384,"text":"85384 - 1988 - Feeding ecology of canvasbacks staging on Pool 7 of the Upper Mississippi River","interactions":[],"lastModifiedDate":"2017-12-29T13:34:36","indexId":"85384","displayToPublicDate":"1988-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Feeding ecology of canvasbacks staging on Pool 7 of the Upper Mississippi River","docAbstract":"Foods consumed by canvasback ducks (Aythya valisineria), food availability, and energetic relationships were studied on Navigation Pool 7 of the upper Mississippi River in 1978, 1979, and 1980. Canvasbacks fed primarily upon winter buds of American wildcelery (Vallisneria americana) and tubers of stiff arrowhead (Sagittaria rigida). In 1980, waterfowl consumed 40% of 380,160 kg of wildcelery winter buds on a portion of Pool 7 referred to as Lake Onalaska. Daily energy expenditure based on estimates from the literature suggests that individual canvasbacks require a minimum of 125 g (dry wt) of wildcelery winter buds each day. Extrapolation of use-days and the daily energy requirement suggests that 3,470 ha of wildcelery are required to support a canvasback population represented by 5 million use-days.","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Waterfowl in winter","largerWorkSubtype":{"id":4,"text":"Other Government Series"},"language":"English","publisher":"University of Minnesota Press","publisherLocation":"Minneapolis, MN","usgsCitation":"Korschgen, C.E., George, L.S., and Green, W.L., 1988, Feeding ecology of canvasbacks staging on Pool 7 of the Upper Mississippi River, chap. of Waterfowl in winter, p. 237-249.","productDescription":"13 p.","startPage":"237","endPage":"249","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":128135,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a56e4b07f02db62d4aa","contributors":{"editors":[{"text":"Weller, M.W.","contributorId":54562,"corporation":false,"usgs":true,"family":"Weller","given":"M.W.","email":"","affiliations":[],"preferred":false,"id":504463,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Korschgen, C. E.","contributorId":9197,"corporation":false,"usgs":true,"family":"Korschgen","given":"C.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":295994,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"George, L. S.","contributorId":21492,"corporation":false,"usgs":true,"family":"George","given":"L.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":295995,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Green, W. L.","contributorId":48901,"corporation":false,"usgs":true,"family":"Green","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":295996,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70137749,"text":"70137749 - 1988 - Strontium-isotope stratigraphy of Enewetak Atoll","interactions":[],"lastModifiedDate":"2024-01-26T01:21:12.431826","indexId":"70137749","displayToPublicDate":"1987-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1796,"text":"Geology","active":true,"publicationSubtype":{"id":10}},"title":"Strontium-isotope stratigraphy of Enewetak Atoll","docAbstract":"87Sr/86Sr ratios determined for samples from a 350 m core of Neogene lagoonal, shallow-water limestones from Enewetak Atoll display a remarkably informative trend. Like the recently published data for Deep Sea Drilling Project (DSDP) carbonates, 87Sr/86Sr at Enewetak increases monotonically but not smoothly from the early Miocene to the Pleistocene. The data show intervals of little or no change in 87Sr/86Sr, punctuated by sharp transitions to lower values toward greater core depths. The sharp transitions correlate with observed solution disconformities caused by periods of subaerial erosion, whereas the intervals of little or no change in 87Sr/86Sr correspond to intervals of rapid accumulation of shallow-water carbonate sediments. When converted to numerical ages using the published DSDP 590B trend, the best-resolved time breaks are at 282 m (12.3 to 18.2 Ma missing) and 121.6 m (3.0 to 5.3 Ma missing) below the lagoon floor. At Enewetak, Sr isotopes offer a stratigraphic resolution for these shallow-marine Neogene carbonates comparable to that of nannofossil zonation in deep-sea carbonates (0.3-3 m.y.). In addition, the correlation of times of Sr-isotope breaks at Enewetak with times of rapid Sr-isotope change in the DSDP 590B samples confirms the importance off sea-level changes in the evolution of global-marine Sr isotopes and shows that the Sr-isotope response to sea-level falls is rapid.
No abstract available.
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\"}}]}","contact":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcd42","contributors":{"authors":[{"text":"James, R.W.","contributorId":70434,"corporation":false,"usgs":true,"family":"James","given":"R.W.","affiliations":[],"preferred":false,"id":257159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, R.J.","contributorId":34583,"corporation":false,"usgs":true,"family":"Simmons","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":257158,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Strain, B.F.","contributorId":76388,"corporation":false,"usgs":true,"family":"Strain","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":257160,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70179889,"text":"70179889 - 1987 - Bibliography of U.S. Geological Survey water-resources reports for Utah","interactions":[],"lastModifiedDate":"2017-01-19T16:00:43","indexId":"70179889","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5270,"text":"Utah Division of Water Rights Information Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"28","title":"Bibliography of U.S. Geological Survey water-resources reports for Utah","docAbstract":"This bibliography contains a complete listing to December 31, 1986, of reports relating to the water resources of Utah prepared by personnel of the U.S. Geological Survey. Discussions of the related subjects of geology, hydrology, and chemical quality of the water are included in many of the reports. The reports were, for the most part, prepared by personnel assigned to the Water Resources Division, Utah District, in cooperation with State, other Federal, and local agencies. A few reports were prepared under contract with the Geological Survey or in cooperation with the geological Survey. A few were compiled under direct funds to the U.S. Geological Survey.
","language":"English","publisher":"Utah Department of Natural Resources","publisherLocation":"Salt Lake City, UT","usgsCitation":"1987, Bibliography of U.S. Geological Survey water-resources reports for Utah: Utah Division of Water Rights Information Bulletin 28, iv, 89 p.","productDescription":"iv, 89 p.","numberOfPages":"94","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333484,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":333483,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=21-4-550"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5881def9e4b01192927d9feb","contributors":{"compilers":[{"text":"Dragos, Stefanie L.","contributorId":107301,"corporation":false,"usgs":true,"family":"Dragos","given":"Stefanie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":659120,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Conroy, Loretta S.","contributorId":178482,"corporation":false,"usgs":true,"family":"Conroy","given":"Loretta","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":659121,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}} ,{"id":70179024,"text":"70179024 - 1987 - Base of moderately saline ground water in the Uinta Basin, Utah, with an introductory section describing the methods used in determining its position","interactions":[],"lastModifiedDate":"2016-12-13T13:56:15","indexId":"70179024","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"92","title":"Base of moderately saline ground water in the Uinta Basin, Utah, with an introductory section describing the methods used in determining its position","docAbstract":"The base of the moderately saline water (water that contains from 3,000 to 10,000 milligrams per liter of dissolved solids) was mapped by using available water-quality data and by determining formation-water resistivities from geophysical well logs based on the resistivity-porosity, spontaneous potential, and resistivity-ratio methods. The contour map developed from these data showed a mound of very saline and briny water, mostly of sodium chloride and sodium bicarbonate type, in most of that part of the Uinta Basin that is underlain by either the Green River or Wasatch Formations. Along its northern edge, the mound rises steeply from below sea level to within 2,000 feet of the land surface and, locally, to land surface. Along its southern edge, the mound rises less steeply and is more complex in outline. This body of very saline to briny water may be a lens; many wells or test holes drilled within the area underlain by the mound re-entered fresh to moderately saline water at depths of 8,000 to 15,000 feet below lam surface.
","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in Cooperation with the Utah Department of Natural Resources Division of Oil, Gas and Mining","usgsCitation":"Howells, L., Longson, M., and Hunt, G.L., 1987, Base of moderately saline ground water in the Uinta Basin, Utah, with an introductory section describing the methods used in determining its position: Technical Publication 92, iv, 59 p.","productDescription":"iv, 59 p.","numberOfPages":"65","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":332055,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":332053,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-310"},{"id":332054,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/y920/y9200001.pdf"}],"country":"United States","state":"Utah","otherGeospatial":"Uinta Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.697998046875,\n 38.8225909761771\n ],\n [\n -111.697998046875,\n 41.008920735004885\n ],\n [\n -109.039306640625,\n 41.008920735004885\n ],\n [\n -109.039306640625,\n 38.8225909761771\n ],\n [\n -111.697998046875,\n 38.8225909761771\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"585116bee4b08138bf1abd70","contributors":{"authors":[{"text":"Howells, Lewis","contributorId":12081,"corporation":false,"usgs":true,"family":"Howells","given":"Lewis","affiliations":[],"preferred":false,"id":655807,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Longson, M.S.","contributorId":89398,"corporation":false,"usgs":true,"family":"Longson","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":655808,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hunt, Gilbert L.","contributorId":61413,"corporation":false,"usgs":true,"family":"Hunt","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":655809,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70178923,"text":"70178923 - 1987 - Seepage studies of the Weber River and the Davis-Weber and Ogden Valley canals Davis and Weber Counties, Utah, 1985","interactions":[],"lastModifiedDate":"2016-12-12T11:56:00","indexId":"70178923","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"90","title":"Seepage studies of the Weber River and the Davis-Weber and Ogden Valley canals Davis and Weber Counties, Utah, 1985","docAbstract":"Studies of selected reaches of the Weber River, Davis-Weber Canal, and the Ogden Valley Canal in Davis and Weber Counties, Utah, were made to determine gains or losses of flow in those reaches. Three to five sets of seepage measurements were made on the river and each canal during 1985. Adjustments for fluctuations in flow were made from information obtained from water-stage recorders operated at selected locations during the time of each set of seepage measurements. The studies indicated a loss of 20.0 cubic feet per second in the upstream reach of the Weber River and a gain of 17.0 cubic feet per second in the downstream reaches or a net loss of 3.0 cubic feet per second. Study results also indicated a net loss of 17.0 cubic feet per second in the Davis-Weber Canal and a net loss of 4.0 cubic feet per second in the Ogden Valley Canal.
","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Herbert, L.R., Cruff, R., Clark, D., and Avery, C., 1987, Seepage studies of the Weber River and the Davis-Weber and Ogden Valley canals Davis and Weber Counties, Utah, 1985: Technical Publication 90, iv, 53 p.","productDescription":"iv, 53 p.","numberOfPages":"58","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331917,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331908,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-280"},{"id":331909,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w92000af.pdf"}],"country":"United States","state":"Utah","county":"Davis County, Weber County","otherGeospatial":"Davis-Weber Canal, Ogden Valley Canal, Weber River","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"584fc564e4b00645734c53a3","contributors":{"authors":[{"text":"Herbert, L. R.","contributorId":39865,"corporation":false,"usgs":true,"family":"Herbert","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":655568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cruff, R.W.","contributorId":77510,"corporation":false,"usgs":true,"family":"Cruff","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":655569,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clark, D.W.","contributorId":22765,"corporation":false,"usgs":true,"family":"Clark","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":655570,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Avery, Charles","contributorId":70739,"corporation":false,"usgs":true,"family":"Avery","given":"Charles","affiliations":[],"preferred":false,"id":655571,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70178938,"text":"70178938 - 1987 - Seepage study of a 15.3-mile section of the central Utah canal, Pahvant Valley, Millard County, Utah","interactions":[],"lastModifiedDate":"2016-12-12T12:32:11","indexId":"70178938","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"91","title":"Seepage study of a 15.3-mile section of the central Utah canal, Pahvant Valley, Millard County, Utah","docAbstract":"Three sets of seepage measurements were made at ten canal sites and at all turnouts along a 15.3-mile section of the Central Utah Canal during the summer of 1986. The total loss for the 15.3-mile section averaged about 36 cubic feet per second or 2.4 cubic feet per second per mile. The nine subsections were grouped into five reaches of one or more subsections with similar losses per mile. Average losses for these five reaches ranged from 0 to 4.1 cubic feet per second per mile. No average gains were detected.
","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological SUrvey in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Enright, M., 1987, Seepage study of a 15.3-mile section of the central Utah canal, Pahvant Valley, Millard County, Utah: Technical Publication 91, iii, 24 p.","productDescription":"iii, 24 p.","numberOfPages":"30","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331928,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331926,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-290"},{"id":331927,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w92000ag.pdf"}],"country":"United States","state":"Utah","county":"Millard County","otherGeospatial":"Pahvant Valley, Central Utah Canal","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.46635437011717,\n 39.26\n ],\n [\n -112.46635437011717,\n 39\n ],\n [\n -112.23426818847656,\n 39\n ],\n [\n -112.23426818847656,\n 39.26\n ],\n [\n -112.46635437011717,\n 39.26\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"584fc564e4b00645734c53a1","contributors":{"authors":[{"text":"Enright, Michael","contributorId":99979,"corporation":false,"usgs":true,"family":"Enright","given":"Michael","email":"","affiliations":[],"preferred":false,"id":655599,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70174611,"text":"70174611 - 1987 - Modeling of estuarne chlorophyll a from an airborne scanner","interactions":[],"lastModifiedDate":"2016-07-13T15:31:27","indexId":"70174611","displayToPublicDate":"2016-01-06T07:15:00","publicationYear":"1987","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1944,"text":"IEEE Transactions on Geoscience and Remote Sensing","active":true,"publicationSubtype":{"id":10}},"title":"Modeling of estuarne chlorophyll a from an airborne scanner","docAbstract":"The first comprehensive evaluation of stream fauna in the Eastern Caroline Islands resulted from collections on Ponape, a 334-km- island having more than 40 streams, many of which arise along 700-m-high interior ridges. Field surveys centered on the Nanpil-Kiepw River below 170 m elevation, a bouldery reach with water of low mineral content and frequent surging flows. Faunal specimens were collected by electrofishing, rotenone treatment, netting, and hand picking. Discharge character of the Nanpil-Kiepw River is similar to but more extreme than that of other streams of Oceania with which it was compared. Drastic flow surges appeared to be a major factor affecting community structure. At least 44 faunal species were present, 36 of them representing taxons primarily of marine origin that are characteristic of oceanic islands: 15 fishes (5 families), 10 decapod crustaceans (3 families), and 11 snails (2 families). Larvae of aquatic moths were the only insects of significance. Four sicydiine gobies are new species possibly endemic to Ponape or the Eastern Caroline Islands. Based on numbers of species within prominent taxons and diadromous groups, Ponape’s faunal diversity exceeds that of Samoa, Guam, and Hawaii, but is lower than that of Palau. Similarities of Ponape's identified fish species to those of Palau suggest that Ponape was colonized from the west along the “Caroline conduit.”
","language":"English","publisher":"Allen Press","usgsCitation":"Maciolek, J.A., and Ford, J., 1987, Macrofauna and environment of the Nanpil-Kiepw River, Ponape, Eastern Caroline Islands: Bulletin of Marine Science, v. 41, no. 2, p. 623-632.","productDescription":"10 p.","startPage":"623","endPage":"632","numberOfPages":"10","costCenters":[{"id":654,"text":"Western Fisheries Research Center","active":true,"usgs":true}],"links":[{"id":314285,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":314284,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.ingentaconnect.com/content/umrsmas/bullmar/1987/00000041/00000002/art00048"}],"country":"Federated States of Micronesia","state":"Pohnpei","otherGeospatial":"Nanpil-Klepw River, Pacific Ocean, Senyavin Islands","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 120.41015624999999,\n -7.972197714386866\n ],\n [\n 120.41015624999999,\n 23.56398712845123\n ],\n [\n 167.255859375,\n 23.56398712845123\n ],\n [\n 167.255859375,\n -7.972197714386866\n ],\n [\n 120.41015624999999,\n -7.972197714386866\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"41","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5697833ee4b039675d00a6ee","contributors":{"authors":[{"text":"Maciolek, J. A.","contributorId":62655,"corporation":false,"usgs":true,"family":"Maciolek","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":588596,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ford, J.I.","contributorId":152239,"corporation":false,"usgs":false,"family":"Ford","given":"J.I.","email":"","affiliations":[],"preferred":false,"id":588597,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70162112,"text":"70162112 - 1987 - Limnological and fishery studies on Lake Sharpe, a main-stem Missouri River reservoir","interactions":[],"lastModifiedDate":"2016-01-13T11:38:34","indexId":"70162112","displayToPublicDate":"2015-09-14T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":26,"text":"Fish and Wildlife Technical Report","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"8","title":"Limnological and fishery studies on Lake Sharpe, a main-stem Missouri River reservoir","docAbstract":"Lake Sharpe, the most recent of six main-stem Missouri River reservoirs to be impounded, began to fill in November 1963 and became fully operational in July 1966. At full pool it is 137 km long, and has a surface area of 22,600 ha and a volume of 2.34 km\". It is operated as a flow-through power generation system that reregulates discharges from upstream Lake Oahe. Major changes in the water-management regimen during 1966-75 were increased summer discharges beginning in 1969 and increased peaking operations beginning in 1973. Lake Sharpe had a relatively short aging process because it filled rapidly, the water level remained relatively stable, and the waterexchange rate was high. Consequently, most physical, chemical, and biological characteristics were remarkably uniform during 1966–75. The temperature regimen was largely governed by inflow from Lake Oahe. Although the water mass warmed during summer, thermal stratification was generally transient, limited to the lower reservoir, and more common during periods of relatively low discharge rates in 1966–68 than in later years. Variation in turbidity was striking; the midsection of the reservoir was generally most turbid. Chemical ion composition of the water tended to be uniform; observed differences were localized and associated with tributary inflows. Phytoplankton abundance reached its highest levels during 1970–75. Composition of the zooplankton community changed during 1966–75; the abundance of cyclopoid copepods decreased and that of calanoid copepods and cladocerans increased. Total abundance varied during the 10-year period, but without apparent trend. Variation in abundance appeared to be associated with discharge rate, water temperature, and turbidity. The benthic community in 1967-68 consisted mostly of chironomid larvae, which were uniformly distributed over the length of the reservoir.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"June, F.C., Beckman, L., Elrod, J., O’Bryan, G., and Vogel, D., 1987, Limnological and fishery studies on Lake Sharpe, a main-stem Missouri River reservoir: Fish and Wildlife Technical Report 8, 83 p.","productDescription":"83 p.","numberOfPages":"15","costCenters":[],"links":[{"id":314276,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"South Dakota","otherGeospatial":"Lake Sharpe, Missouri River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -100.52764892578125,\n 43.78894114656216\n ],\n [\n -100.52764892578125,\n 44.44358514592121\n ],\n [\n -98.90716552734375,\n 44.44358514592121\n ],\n [\n -98.90716552734375,\n 43.78894114656216\n ],\n [\n -100.52764892578125,\n 43.78894114656216\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5697833de4b039675d00a6eb","contributors":{"authors":[{"text":"June, Fred C.","contributorId":40255,"corporation":false,"usgs":true,"family":"June","given":"Fred","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":588577,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beckman, L.G.","contributorId":46375,"corporation":false,"usgs":true,"family":"Beckman","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":588578,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Elrod, J.H.","contributorId":152232,"corporation":false,"usgs":false,"family":"Elrod","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":588579,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"O’Bryan, G.K.","contributorId":152233,"corporation":false,"usgs":false,"family":"O’Bryan","given":"G.K.","email":"","affiliations":[],"preferred":false,"id":588580,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Vogel, D.A.","contributorId":152234,"corporation":false,"usgs":false,"family":"Vogel","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":588581,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70159091,"text":"70159091 - 1987 - Tetlin National Wildlife Refuge land cover mapping project users guide","interactions":[],"lastModifiedDate":"2017-01-18T14:36:40","indexId":"70159091","displayToPublicDate":"2015-05-19T13:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Tetlin National Wildlife Refuge land cover mapping project users guide","docAbstract":"Title III of the Alaska National Interest Lands Conservation Act of 1980 (ANILCA, 1980) established the Tetlin National Wildlife Refuge (TNWR). Section 304 of the Act requires the Secretary of Interior to \"prepare, and from time to time revise, a comprehensive conservation plan\" for the refuge. Before developing a plan for the refuge, the Secretary shall identify and describe--a) the populations and habitats of the fish and wildlife resources of the refuge; b) the special values of the refuge as well as any other archeological, cultural, ecological, geological, historical, palentological, scenic, or wilderness value of the refuge; c) areas within the refuge that are suitable for use as administrative sites or visitor facilities… ; d) present the potential requirements for access with respect to the refuge… ; and e) significant problems which may adversely affect the populations and habitats of fish and wildlife identified and described... (ANILCA, 1980). Vegetation, water, and terrain (elevation, slope, and aspect) are the components of habitat and can be used in the determination of the above requirements.
\nThe U. S. Fish & Wildlife Service (USFWS) has the responsibility for collecting the resource information to address the research, management, development and planning requirements identified in Section 304. Because of the brief period provided by the Act for data collection, habitat mapping, and habitat assessment, the USFWS in cooperation with the U.S. Geological Survey's EROS Field Office, used digital Landsat multispectral scanner data (MSS) and digital terrain data to produce land cover and terrain maps. A computer assisted digital analysis of Landsat MSS data was used because coverage by aerial photographs was incomplete for much of the refuge and because the level of detail, obtained from the analysis of Landsat data, is adequate to meet most USFWS research, management and planning needs. Relative cost and time requirements were also factors in the decision to use the digital analysis approach.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70159091","usgsCitation":"Markon, C., 1987, Tetlin National Wildlife Refuge land cover mapping project users guide, 11 p., https://doi.org/10.3133/70159091.","productDescription":"11 p.","numberOfPages":"20","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":309920,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70159091.jpg"},{"id":310356,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70159091/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Tetlin National Wildlife Refuge","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -142.437744140625,\n 62.34451035966958\n ],\n [\n -142.437744140625,\n 63.15931607141054\n ],\n [\n -141.1358642578125,\n 63.15931607141054\n ],\n [\n -141.1358642578125,\n 62.34451035966958\n ],\n [\n -142.437744140625,\n 62.34451035966958\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5620ceace4b06217fc478b28","contributors":{"authors":[{"text":"Markon, Carl J.","contributorId":80305,"corporation":false,"usgs":true,"family":"Markon","given":"Carl J.","affiliations":[],"preferred":false,"id":577584,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70157448,"text":"70157448 - 1987 - Water resources of Langlade County, Wisconsin","interactions":[],"lastModifiedDate":"2018-01-08T19:24:53","indexId":"70157448","displayToPublicDate":"2015-04-27T04:15:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5596,"text":"Wisconsin Geological & Natural History Survey Information Circular","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"58","title":"Water resources of Langlade County, Wisconsin","docAbstract":"Langlade County depends almost exclusively on ground water pumped from the glacial sand and gravel deposits for its water needs. Well yields of 10 to 20 gallons per minute can be obtained from these deposits throughout most of the county. Yields of 500 to 1,000 gallons per minute are obtained for irrigation of crops from glacial outwash deposits in some areas of the county and particularly in the extensive 125-square-mile outwash plain in south-central Langlade County. Very low yields of less than 5 gallons per minute are obtainable for private domestic use from Precambrian crystalline rocks in areas of the county where overlying glacial material is thin. Glacial deposits are more than 400 feet thick in glacial moraine areas of east-central Langlade County; saturated thicknesses exceed 250 feet in the north-central part of the county.
\nHorizontal hydraulic conductivity values of glacial material range from less than 1 foot per day in fine-grained glacial tills in western parts of the county to approximately 145 feet per day in outwash deposits. The transmissivity of glacial deposits ranges from essentially zero in areas of unsaturated glacial material to more than 40,000 feet squared per day in the outwash plain of southcentral Langlade County.
\nMost surface and ground water originates from precipitation falling within the county. Streams and ground water flow into the county only in areas along its northern edge. Ground water supplies about 70 percent of the annual streamflow.
\nGround-water composition in Langlade County is similar to most ground water in the State and is of suitable quality for most uses. It is a calcium magnesium bicarbonate type. Concentrations of total dissolved solids are relatively low and range from 71 to 369 milligrams per liter, with a median value of 144 milligrams per liter. Dissolved iron and manganese concentrations exceeded secondary (aesthetic) standards in about 30 percent of all ground-water analyses. Values for total hardness as calcium carbonate ranged from 48 to 280 milligrams per liter for all samples. Ground water classified as very hard was confined to the southern part of the county where glacial deposits are higher in carbonate mineral content.
\nAn average of about 4.7 million gallons of water was pumped daily in Langlade County in 1983. Irrigation and fish rearing are the major ground-water uses in the county. An average of about 4.2 million gallons per day was pumped for irrigation during the months of June, July, and August. Results of this study show that present irrigation pumpage rates have little effect on groundwater levels in the Antigo Flats area.
","language":"English","publisher":"Wisconsin Geological & Natural History Survey","collaboration":"Prepared in cooperation with the University of Wisconsin-Extension, Geological and Natural History Survey and Langlade County","usgsCitation":"Batten, W., 1987, Water resources of Langlade County, Wisconsin: Wisconsin Geological & Natural History Survey Information Circular 58, v, 28 p.","productDescription":"v, 28 p.","numberOfPages":"34","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":350383,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://wgnhs.uwex.edu/pubs/download_ic58/"},{"id":308452,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Langlade County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0467,45.4668],[-88.9233,45.4659],[-88.9251,45.4014],[-88.9265,45.3909],[-88.9259,45.3799],[-88.802,45.3775],[-88.754,45.3782],[-88.7196,45.3784],[-88.6781,45.3787],[-88.6783,45.3654],[-88.6784,45.3554],[-88.6791,45.2946],[-88.6802,45.2051],[-88.6395,45.2048],[-88.6399,45.1171],[-88.6574,45.1172],[-88.6826,45.1174],[-88.7343,45.1172],[-88.8118,45.1177],[-88.8623,45.1175],[-88.9301,45.1182],[-88.9818,45.118],[-88.9812,45.0299],[-89.1019,45.0293],[-89.2239,45.0297],[-89.2242,45.1187],[-89.3024,45.1184],[-89.3457,45.1184],[-89.4258,45.1189],[-89.4257,45.2057],[-89.4256,45.293],[-89.4268,45.3802],[-89.4274,45.4707],[-89.3013,45.4692],[-89.174,45.4681],[-89.0467,45.4668]]]},\"properties\":{\"name\":\"Langlade\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5603cd5fe4b03bc34f544b4b","contributors":{"authors":[{"text":"Batten, W.G.","contributorId":119810,"corporation":false,"usgs":true,"family":"Batten","given":"W.G.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":573204,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70157446,"text":"70157446 - 1987 - Analysis of water-level fluctuations in Wisconsin wells","interactions":[],"lastModifiedDate":"2018-01-08T19:26:14","indexId":"70157446","displayToPublicDate":"2015-03-30T04:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5596,"text":"Wisconsin Geological & Natural History Survey Information Circular","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"63","title":"Analysis of water-level fluctuations in Wisconsin wells","docAbstract":"More than 60 percent of the residents of Wisconsin use ground water as their primary water source. Water supplies presently are abundant, but ground-water levels continually fluctuate in response to natural factors and human-related stresses. A better understanding of the magnitude, duration, and frequency of past fluctuations, and the factors controlling these fluctuations may help anticipate future changes in ground-water levels.
\nThis report presents the results of statistical analyses of historical ground-water level fluctuations in Wisconsin. Short- and long-term fluctuations are discussed in terms of their relation to components of the hydrogeologic system.
\nWater-level measurements from 124 wells with at least 20 years of record each were used in the study. The mean, highest and lowest monthly mean, median, and selected quantiles were obtained using the SAS Proc Univariate procedure. The frequency values from the Univariate table were used to construct stage-duration graphs. Pearson Type ill frequency analyses were used to obtain probabilities of exceedance of particular water levels. The data were divided into seasonal data sets for each well. The stage-duration and Pearson Type III analyses are based on past fluctuations but may be useful for estimating future water-level changes under similar conditions.
\nMultiple-regression analyses were run on data from groups of wells representing different ground-water districts. The SAS Proc Stepwise method was used. The regression model used average annual amplitude as the dependent variable and mean water level, mean annual precipitation, standard deviation of the seasonal mean precipitation, aquifer type, and topographic setting as the independent variables.This procedure produced different regression equations for each hydrogeologic district. Regression analyses also were done on data from groups of wells representing different aquifers. These regression models used average annual amplitude as the dependent variable and mean water level, topographic setting, and standard deviation of seasonal mean precipitation as the independent variables.
\nBecause of the many factors influencing ground-water level fluctuations, it was difficult to obtain a regression model that accurately reproduced average annual amplitude. The results of the regression analyses are helpful in recognizing the important variables; however, the equations are not effective in predicting the amplitude of a particular well because local conditions were omitted in the regional analyses.
\nHydrographs of average annual water level and frequency distribution analyses of annual maximum and minimum water levels were inspected for possible long-term trends. Analysis of annual maximum and minimum water levels indicates several periods in the annual cyclic fluctuations-two periods of recession (winter and summer), and two periods of rising levels (spring and fall). Usually, water levels are lowest in late winter and highest in spring for every annual cycle. The summer-fall minimum and the fall maximum are less distinct and do not occur every year.
\nA composite frequency analysis of extreme annual water levels on 71 of the wells shows that the lowest levels most frequently occur in December, February, or March. However, the record low usually occurs in August, September, or October during drought. Ground-water levels most often peak in May, April, or June. In the fan they may peak from September through December, depending upon complexities of meteorological, geomorphological, and geological factors.
\nThe long-term cyclicity of ground-water level fluctuations is shown on hydrographs of wells Sw-7, Ln-25a, Mt-7, Ju-8, and Ju-98. Seasonal variations that tend to obscure the long-term trends are eliminated by plotting the average annual water levels. The hydrographs are similar even though the wells are 80 to 100 miles apart and constructed in different geologic materials. The long-term trends and the duration of the cycles apparently depend little on the location and on the lithologic composition of the aquifers, but rather on precipitation. The hydrographs show several periods of welldefined peaks and lows. The ground-water levels reached peaks in 1946, 1952, 1960, 1966, 1973, 1979. The average interval between these peaks is 6.6 years. The low levels occurred in 1949, 1955-59, 1964, 1970, and 1977; average interval between the low levels is 7.0 years, which is similar to that for the high levels.
\nLong-term trends are apparent on hydrographs of wells Br-46, Mr-2S, Pt-276, Ro-3, and Ve-8. The trend of average annual water levels has been generally increasing since the late 1950's and is in general agreement with the increasing trend of precipitation. Hydrographs of well Ve-8, which has the longest period of record in Wisconsin, indicate that the generally rising trend started even earlier at the end of an extensive drought period in the 1930's.
","language":"English","publisher":"Wisconsin Geological & Natural History Survey","collaboration":"Prepared in cooperation with the University of Wisconsin Extension-Geological and Natural History Survey","usgsCitation":"Patterson, G.L., and Zaporozec, A., 1987, Analysis of water-level fluctuations in Wisconsin wells: Wisconsin Geological & Natural History Survey Information Circular 63, v, 38 p.","productDescription":"v, 38 p.","numberOfPages":"45","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":308448,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":350384,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://wgnhs.uwex.edu/pubs/download_ic63/"}],"country":"United 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The average annual recharge and discharge from the ground-water reservoir in Salt Lake Valley, Utah, during 1969-82 were estimated to be about 352,000 and 353,000 acre-feet per year. Withdrawals from wells increased from 107,000 acre-feet per year during 1964-68 to 117,000 acre-feet per year during 1969-82. The greatest increase in use was for public supply and institutions which increased from 35,000 acre-feet per year during 1964-68 to 46,700 acre-feet per year during 1969-82.","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in cooperation with the Utah Departnent of Natural Resources Division of Water Rights","usgsCitation":"Waddell, K., Seiler, R.L., Santini, M., and Solomon, D.K., 1987, Ground-water conditions in Salt Lake Valley, Utah, 1969-83, and predicted effects of increased withdrawals from wells: Technical Publication 87, vi, 69 p.","productDescription":"vi, 69 p.","numberOfPages":"76","costCenters":[{"id":610,"text":"Utah Water Science 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The dissolved-solids concentration of the water from 13 of the wells has increased by more than 10 percent since 1962-67.","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Waddell, K., Seiler, R.L., and Solomon, D.K., 1987, Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85: Technical Publication 89, v, 44 p.","productDescription":"v, 44 p.","numberOfPages":"50","costCenters":[{"id":610,"text":"Utah Water Science 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The survey was conducted on cruises P-2-85, P-3-85, and P-4-85 of the R/V POWELL between February 28 and April 8, 1985.
Seismic instrumentation included two 40 in3 (755 cm3) airguns and a 200-ft (60-m) single-channel hydrophone streamer. In addition, a Uniboom sled and 8-ft (2.4-m) single-channel hydrophone streamer were used in water depths less than 660 ft (200 m).
Navigation control was provided by a Magnavox Integrated Navigation System which integrates data from Global Positioning System (GPS) satellites, transit satellites, bottom-track sonar, Loran-C, Mini-Ranger stations, gyrocompass and speed log. GPS provided the most accurate navigational control, but was functional for only about 12 hours each day. The transit satellite system operated throughout the cruise and provided relatively accurate positions when GPS was not operational. The Mini-Ranger stations proved to be unreliable because of problems at the shore stations and Loran-C operated only on the north side of the islands, at times in only the range-range mode.
Because the gravity program required accurate data and strict navigation control, some lines had to be run more than once or run with a following sea in a westerly direction only. Consequently, there is tight line spacing in some areas. The Uniboom high-resolution reflection data are good to poor in the shelf areas around Puerto Rico but are generally poor over the predominantly carbonate sediments around the Virgin Islands. The airgun data are fair to good, particularly considering the ship cruised at about 7 kn (13.0 km/hr) and at times reached 8 kn (14.8 km/hr) which is about the upper limit at which the system will function.
Original seismic profile records can be seen at the U.S. Geological Survey offices, Woods Hole, MA 02543. Microfilm copies of the seismic profile records and trackchart can be purchased only from the National Geophysical Data Center, Code E64, 325 Broadway, Boulder, CO 80303 (303/497-6345).
","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Woods Hole, MA","doi":"10.3133/ofr87147","usgsCitation":"Edgar, N.T., and Scanlon, K.M., 1987, Single-channel seismic-reflection profiles collected aboard R/V POWELL, cruises P-2-85, P-3-85, P-4-85 in the nearshore waters around Puerto Rico and the Virgin Islands: U.S. Geological Survey Open-File Report 87-147, 3 p., ill., https://doi.org/10.3133/ofr87147.","productDescription":"3 p., ill.","costCenters":[],"links":[{"id":259682,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":259676,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0147/ofr1987147.pdf","text":"Report","size":"133 KB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 1987-147"}],"contact":"Coastal and Marine Geology Program
U.S. Geological Survey
384 Woods Hole Road
Woods Hole, MA 02543